Summary for Test 2024-04-23-60-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994311
DEA: 080R1704
EFIS: 0812000028
DIST-CO-RTE-PM08-SBD-40-R25.0/R50.0
Award Date04/04/2023
Closeout Date05/30/2025
Work DescriptionCONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS.
Location DescriptionSAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/28/2023)

Sample Information

Sample Taken Date04/23/2024 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing04/23/2024 Sample typeDepartment Acceptance
A brief description of the sample3/8'' PCC Aggregates and Sand The quantity of what the sample constitutes2 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byChijioke
Last name of sampler or witnessed byOkoroanyanwu Title of sampler
Telephone number of sampler9096654210 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertsons Barstow
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-36-0116
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-23-60
DIME Test ID: 2024-04-23-60-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-05-03

Test Results


What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Chijioke Okoroanyanwu
Date of test: 04/24/2024
Sieve SizeCumulative Percent Passing
100 %
100 %
92 %
22 %
6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/3/2024 ✔